Electrical generation system based on tidal flow

ABSTRACT

An electrical generation system based on tidal flow includes a reservoir and a fluid inlet tube extending between a tidal source and the reservoir. The inlet tube has at least one inlet turbine generator disposed therein. The fluid inlet tube extends along a first level. A fluid outlet tube extends between the reservoir and the tidal source. The fluid outlet tube has at least one outlet turbine generator disposed therein. The fluid outlet tube extends along a second level vertically lower than the first level. During high tide at the tidal source, tidal fluid flows from the tidal source, into the fluid inlet tube, past the at least one inlet turbine generator, and into the reservoir and during a low tide at the tidal source, the tidal fluid flows from the reservoir, into the fluid outlet tube, past the at least one outlet turbine generator, and to the tidal source.

CROSS-REFERENCE TO RELATED APPLICATION

The present application claims priority from U.S. Provisional PatentApplication Ser. No. 61/858,182, filed on Jul. 25, 2014, which isincorporated by reference in its entirety.

FIELD OF THE INVENTION

The present invention is directed to a system and method for generatingelectricity based on tidal flow.

BACKGROUND OF THE INVENTION

Water turbines can be used to generate electrical power by harnessingthe hydraulic power generated by tidal flow. Because tidal effects areknown at locations throughout the world, including the time andapproximate height of both high and low tides, electrical powergeneration systems that use water turbines to generate electricity bytidal flow can be developed. Tidal flow characteristics, however, dovary at a particular location. While a tidal flow-based electricalgeneration system can be developed that takes into account generalcharacteristics of the tidal values, variations in tidal heights tatthat location can result in less than optimum electrical generation.

It would be beneficial to provide an electrical generation system thatoptimizes tidal flow characteristics.

BRIEF SUMMARY OF THE INVENTION

Briefly, the present invention provides a system and method forproducing electrical energy based on tidal flow. The system includes areservoir for receiving and retaining tidal flow waters from the sea athigh tide and for discharging the tidal waters at low tide. The systemalso includes a first flow tube for receiving and directing water intothe reservoir at high tide. At least one turbine generator is locatedinside the first flow tube. A second flow tube directs water from thereservoir back to the sea at low tide. At least one turbine generator islocated inside the second flow tube.

In an exemplary embodiment, the reservoir may be vertically movablebased on the amount of water inside the reservoir as well as the heightof the high tide and the low tide. Additionally, in another exemplaryembodiment, the first and second flow tubes may be vertically adjustablebased on the height of the high and low tides.

BRIEF DESCRIPTION OF THE DRAWINGS

The accompanying drawings, which are incorporated herein and constitutepart of this specification, illustrate the presently preferredembodiments of the invention, and, together with the general descriptiongiven above and the detailed description given below, serve to explainthe features of the invention. In the drawings:

FIG. 1 is a schematic view of a first exemplary embodiment of anelectrical generation system according to the present invention;

FIG. 2 is a schematic view of a tidal water interface used with theelectrical generation system shown in FIG. 1;

FIG. 3A is a front elevational view of turbine tubes used with theelectrical system shown in FIG. 1;

FIG. 3B is a front elevational view of the turbine tubes shown in FIG.3A at high tide;

FIG. 3C is a front elevational view of the turbine tubes of FIG. 3A atlow tide;

FIG. 4 is a schematic view of a second exemplary embodiment of anelectrical generation system according to the present invention;

FIG. 5 is a schematic view of a tidal interface according to anexemplary embodiment of the present invention;

FIG. 6 is a schematic view of a reservoir interface according to anexemplary embodiment of the present invention;

FIG. 6A is a graph showing tide fluctuations at a given location over aperiod of time;

FIG. 6B is a side elevational view of a turbine tube lift systemaccording to an exemplary embodiment of the present invention;

FIG. 7 is a schematic view of a second exemplary embodiment of anelectrical generation system according to the present invention;

FIG. 8A is a side elevational view of a movable reservoir system at thebeginning of high tide according to an exemplary embodiment of thepresent invention;

FIG. 8B is a side elevational view of a movable reservoir system at theend of high tide according to an exemplary embodiment of the presentinvention;

FIG. 8C is a side elevational view of a movable reservoir system at thebeginning of low tide according to an exemplary embodiment of thepresent invention;

FIG. 8D is a side elevational view of a movable reservoir system at theend of low tide according to an exemplary embodiment of the presentinvention;

FIG. 9 is a schematic view of a third exemplary embodiment of anelectrical generation system according to the present invention; and

FIG. 10 is a front elevational view of an exemplary arrangement of aplurality of turbine inlet and outlet tubes according to the presentinvention.

DETAILED DESCRIPTION OF THE INVENTION

In the drawings, like numerals indicate like elements throughout.Certain terminology is used herein for convenience only and is not to betaken as a limitation on the present invention. The terminology includesthe words specifically mentioned, derivatives thereof and words ofsimilar import. The embodiments illustrated below are not intended to beexhaustive or to limit the invention to the precise form disclosed.These embodiments are chosen and described to best explain the principleof the invention and its application and practical use and to enableothers skilled in the art to best utilize the invention.

Reference herein to “one embodiment” or “an embodiment” means that aparticular feature, structure, or characteristic described in connectionwith the embodiment can be included in at least one embodiment of theinvention. The appearances of the phrase “in one embodiment” in variousplaces in the specification are not necessarily all referring to thesame embodiment, nor are separate or alternative embodiments necessarilymutually exclusive of other embodiments. The same applies to the term“implementation.”

As used in this application, the word “exemplary” is used herein to meanserving as an example, instance, or illustration. Any aspect or designdescribed herein as “exemplary” is not necessarily to be construed aspreferred or advantageous over other aspects or designs. Rather, use ofthe word exemplary is intended to present concepts in a concretefashion.

Additionally, the term “or” is intended to mean an inclusive “or” ratherthan an exclusive “or”. That is, unless specified otherwise, or clearfrom context, “X employs A or B” is intended to mean any of the naturalinclusive permutations. That is, if X employs A; X employs B; or Xemploys both A and B, then “X employs A or B” is satisfied under any ofthe foregoing instances. In addition, the articles “a” and “an” as usedin this application and the appended claims should generally beconstrued to mean “one or more” unless specified otherwise or clear fromcontext to be directed to a singular form.

The present invention uses tidal flow to operate a plurality of waterturbines, which, in turn, generate electricity. Rising tidal waters aredirected from a tidal water supply, through a first turbine tubecontaining a first set of water turbines, and to a storage reservoir.Similarly, lowering tidal waters are directed from the storagereservoir, through a second turbine tube to a second set of waterturbines, and back out to the title water supply. In an exemplaryembodiment, a tidal flux of about 5 feet is a minimum tidal flux desiredin order to use the inventive system.

Electrical generation will occur during the two periods of water flowover the turbines. These two periods can be accurately predicted eachday, and are guaranteed to occur. The approximately duration could bebetween two and about five hours each, depending on location.

Additionally, the location of the inventive system is not dependent ongeography and can be a self-contained system that can be installedanywhere with a tidal flow. The inventive system will likely extendoutward into a tidal basin or ocean and may be used as a jetty, abreakwater, or other relatively environmentally friendly addition to acoastline.

Output of the inventive system depends on sustained head (waterpressure) over each of the turbines in each turbine tube, generated bythe difference in elevation between tidal water and the turbine tubes,which is directly proportional to the amount of fluctuation betweenmaximum and minimum sea level due to tides. Locations with greatervertical distance between high and low tides will produce more outputbecause of the presence of more head pressure in the system.

Generally, tidal fluctuation increases with distance from the equator,although there are other factors as well. As a result, location is amajor factor in the determination of where to install the inventivesystem.

Referring to FIG. 1, an electrical generation system 100 according to afirst embodiment of the present invention is shown. System 100 includesa tidal water interface 110, which controls tidal water flow from atidal water interface 110 into and out of system 100; a turbine tubeassembly 130, which contains the water turbines that are operated bytidal water flow to generate electricity; a reservoir interface 150,which controls tidal water flow from a reservoir 170; and reservoir 170,which receives and stores the tidal water at high tide and provides awater supply, and returns the tidal water back to the tidal water basin102. System 100 may be coupled via an electrical generation system 180to an electrical grid 190 that is used to distribute electricitygenerated by operation of system 100.

Referring to FIG. 2, tidal water interface 110 may include valves112-114, controls 116, and filters 118. In an exemplary method, valve113 is only open during low tide. Additionally, tidal water interface110 may include a pool in front of filters 118 that is relatively stilland free from wave action. Because such a pool is easily filled by orempties into the surrounding tidal waters, the mean height of that poolwill be equal to the mean height of the surrounding tide. Additionally,tidal water interface 110 protects system 100 from significant wave andstorm action. To further protect against wave action, elbows 115 can belocated on the tidal side of valves 112, 113 to force tidal water intoelbows 115 from the bottom, and to force the tidal water to make a 90degree turn prior to reaching valve 112 for tidal water entering system100 and after exiting valve 113 for tidal water leaving system 100.

Filters 118 are used to screen out foreign material, organic orotherwise, that may harm other components and devices in system 100(such as the valves and turbines). Tidal water interface 110 alsoprotects system 100 from significant wave and storm action. Further,tidal water interface 110 provides a pool of water that is free fromharmful objects and that is relatively still (i.e., no significant waveaction). Because tidal water interface 110 is easily filled by oremptied into the surrounding waters, the mean height of the watertherein is generally equal to the mean height of the surrounding tide.Such pooling effect without wave action enables the high tide water tosubmerge an upper turbine tube 132 and flow through at maximum pressureand the low tide water to not obstruct flow back into the tidal waterfrom system 100.

Referring back to FIG. 1, turbine tube assembly 130 includes one or morepairs of tubes 132, 134, each of which house a horizontal series ofwater turbines 136 that are used to generate electricity. Turbine tube132 with the higher elevation is the high tide tube, while turbine tube134 with the lower elevation is the low tide tube.

Upper turbine tube 132 receives tidal water from tidal water interface110 during high tide. During high tide, valve 112 is open to allow tidalwater into upper turbine tube 132, while valve 113 is closed to preventtidal water from entering lower turbine tube 134.

As shown in FIGS. 3A-3C, in an exemplary embodiment, the highestelevation of tube 132 is at maximum high tide elevation, so that turbinetube 132 can be completely submerged at high tide. During this time,reservoir 170 fills up with water that flows though upper turbine tube132. In one embodiment, water in reservoir 170 only fills up to thetide's mid point level. At low tide, the water in reservoir 170 can nowbe allowed to exit system 100. The elevation of reservoir 170 is higherthan that of lower turbine tube 134, such that water from reservoir 130exits through lower turbine tube 134.

The top of the elevation of lower turbine tube 134 is equal to thebottom elevation of upper turbine tube 132, or, at the midpoint of lowand high tide. Tube 132 has a diameter such that the bottom of tube 132is at the midpoint of low and high tide. If top of tube 132 iscompletely submerged at high tide, maximum flow is achieved due tomaximum difference in atmospheric pressure pushing on the pool of waterat tidal water interface 102 and the empty reservoir 170 at the otherend of tube 132.

The elevation of lower tube 134 is just above low tide, such that flowout of tube 134 is not obstructed by tidal water. Maximum flow (andelectrical output) can occur due to the difference in atmosphericpressure on the water in reservoir 170 versus the pressure of the emptyspace at tidal water interface 102 created by low tide.

In an exemplary embodiment, tubes 132, 134 can be perfectly horizontal.The dimensions and elevations of tubes 132, 134 take advantage thelocation's tidal flux. Maximum output of system 100 occurs when thediameter of each tube 132, 134 is approximately one half of the flux,and tube assembly 130 is located within the flux elevations.

Referring back to FIG. 1, turbines 136 can be identical in both tubes132, 134, and may be designed and manufactured for only one-direction offlow. Turbines 136 in upper tube 132 are arranged for flow from right toleft as shown in FIG. 1, while turbines 136 in lower tube 134 arearranged for flow from left to right as shown in FIG. 1 such that waterwill only flow past turbines 136 in one direction.

Turbine spin rate (and electricity generation) is directly related toheight differential between tides (tidal flux). Atmospheric pressureforces the tidal water to a lower elevation by flowing through turbinetubes 132, 134 (depending on whether the tide is flowing in at high tideor flowing out at low tide) and past the turbine blades. A larger tidalflux creates a greater a height differential, enabling a larger volumeof water to flow from a higher elevation to a lower elevation, throughturbine tubes 132, 134. More pressure per square unit can be exerted onthe turbine blades with increasing tidal flux and available volume ofwater.

The basic concept stands: What flows in at high tide, must flow out atlow tide. Turbines 136 generate electricity on the flow in and the flowout. The turbines' blades fill up the space inside each tube 132, 134,and rotate as the tidal water flows over them, in both directions. Eachturbine 136 in a respective turbine tube 132, 134 is positioned for theone direction the water will flow. Turbines 136 in upper turbine tube132 are pointed for the tidal water flow into system 100, while turbines136 in lower turbine tune 134 are pointed in the opposite direction forflow out of system 100. Upper turbine tube 132 carries tidal water flowreservoir 170 at high tide, causing turbines 136 in upper turbine tube132 to rotate. Lower turbine tube 134 carries tidal water out ofreservoir 170 at low tide, causing turbines 136 in lower turbine tube134 to rotate. In between tides, no water is flowing through either tube132, 134, and no electricity is being generated.

While one pair of turbine tubes 132, 134 is shown, those skilled in theart will recognize that system 100 may include more than one pair ofturbine tubes 132, 134. Regardless of the number of turbine tubes 132,134, it is understood that reservoir 170 has to be large enough tohandle the volume of tidal water allowed to enter system 100.

While turbine tubes 132, 134 are each shown as one contiguous tube,those skilled in the art will recognize that turbine tubes 132, 134 canbe built in sections, with one turbine 136 located in each section, suchthat, if required, a tube section can be removed to perform maintenanceon the turbine.

Referring now to FIGS. 1 and 3A-3B, reservoir 170 receives the tidalwater that flows through upper turbine tube 132 at high tide. Liketurbine tubes 132, 134, it is desired that reservoir assembly 170 alsohas exact elevations. The collected tidal water must be able to returnto tidal water interface 110 at low tide by virtue of being at a higherelevation in reservoir assembly 170 than tidal water interface 110 atlow tide.

Optionally, as shown FIG. 4, system 100 can include a rain watercollection system 140 that may use to flush turbine tubes 132, 134, aswell as turbines 136. Turbines 136, valves 112, 113, and othercomponents of system 100 come in contact with tidal water (seawater)during the inflow and outflow processes during operation of system 100.Due to corrosive nature of this type of water, critical sub-componentsof system 100 will benefit if flushed periodically by rain water. Rainwater is assumed to be “clean” enough water to remove tidal waterparticles that, if left alone, can cause damage over time. Rain watercollected naturally also reduces the need for system 100 to be connectedto costly public water.

Rain water collection system 140 includes a flushing reservoir thatcollects and stores rain water vertically above the elevation of inletturbine tube 132. Rain water is held back from entering turbine tubes132, 134 by valves 114, 142, 145 and controls 116, 144, 147, as shown inFIG. 5.

In an exemplary embodiment, no seawater is in turbine tubes 132, 134during the flush. A mixture of seawater with the flushing rainwateroffsets the “pure” and cleansing effects of the salt free rainwater.Typically, valves 114, 142 are closed, retaining rainwater in arainwater collecting basin 146. Several cycles of operation of system100 may go by (i.e., days, weeks) without any flushing. A systemoperator determines a desired time to flush either upper tube 132 orlower tube 134, depending on perceived cleanliness of either tube 132,134, as well as the quantity of rain water that is in rain water basin146. In a practical scenario, flushing can be alternated between uppertube 132 and lower tube 134 such that rain water collection system 140is alternately in fluid communication with either inlet tube 132 oroutlet tube 134. While upper tube 132 and lower tube 134 are beingflushed, filters 118, 156, 159 can optionally be flushed as well.

The valve system will control when and how much rain water can entereither turbine tube 132, 134. When the valves open, “clean” rain waterwill flow over and through the components, flushing off tidal waterparticles. An exemplary time for this to occur is when there is no tidalwater in tubes 132, 134, which is in between cycles of inflow & outflow(in between high tide and low tide). However, this water can also becombined with the tidal water flow to contribute to the generation ofelectricity. If excess rain water is collected, that water can bereleased into either end of system 100. Using controller 147 to operatevalve 145 can direct rain water from tube 132 directly to tube 134.Releasing excess rain water into system 100 at the end of high tide (theinflow cycle) can extend the duration of the electricity generationbecause the rain water flows in, rotating turbines 136 inside tube 132,and then flows out to the sea, also rotating turbines 136 inside tube134. Because the rain water is less dense than tidal water, therainwater will not turn turbines 136 as fast as tidal water. Therefore,system operations can call for the rain water release only at optimaltimes.

Rainwater collection system 140 is constructed above the elevation ofturbine tubes 132, 134 so that, once valves 114, 144 are opened, gravityis the only force needed to flush system 100. Rainwater collectionsystem 140 can be at a fixed elevation, as there is no need forrainwater collection system 140 to be raised or lowered. No energyshould be needed to collect the rain water, but an optional filtrationsystem built into may accompany the collection process to ensure noharmful materials or particles are collected that can be releasedfurther into system 100. Finally, rain water collection system 140 canbe designed as a “closed” collection system, to minimize rain waterescape due to evaporation.

In an exemplary method, valves 114, 144 only open during low tide. Tocleanse upper turbine tube 132, valve 114 is opened at low tide, usuallywhen there is flow out from reservoir 170, or because reservoir 170 isotherwise empty. During this phase, there is no seawater present inupper turbine tube 132. The flushing rainwater enters upper turbine tube132 at filters 112 and flows past turbines 136 in upper turbine tube132, cleansing turbines 136 and upper turbine tube 132. The rainwaterthen flows into reservoir 170, where the rainwater can be stored untildischarged through lower turbine tube 134 and out to sea.

To cleanse lower turbine tube 134, valve 142 is opened at low tide,after any water from reservoir 170 has flowed through lower turbine tube134 and out to sea. The flushing rainwater enters lower turbine tube 134at filters 152 and flows past turbines 136 in lower turbine tube 134,cleansing turbines 136 and lower turbine tube 134. The rainwater thenflows out to sea.

Reservoir interface 150 is shown in more detail in FIG. 6. Reservoirinterface 150 includes a valve 152 that is in fluid communication withupper turbine tube 132 and can be closed via a controller 154. Valve 152can be closed to isolate upper turbine tube 132 from reservoir 170. Afilter 156 is located downstream of valve 152 and can be used to filterany contaminants not captured by filter 118 in tidal water interface110.

Reservoir interface 150 also includes a valve 157 that is in fluidcommunication with lower turbine tube 134, and can be closed via acontroller 158. A filter 159 is located upstream of valve 157 and can beused to filter any contaminants flowing from reservoir 170. A valve 142provides fluid communication between rainwater collecting system 140 andvalve 157 to allow rainwater from rainwater collecting system 140 toflow through and flush lower turbine tube 134 when valve 142 is open.Valve 142 includes a controller 144 that is used to open and close valve142.

Alternatively, although not shown, valve 142 may be in fluidcommunication with reservoir 170 and may also flush any contaminants inreservoir 170 to filter 159 prior to flushing lower turbine tube 134.

Referring back to FIG. 1, reservoir 170 is used to collect tidal waterflowing through upper turbine tube 132 from the sea during high tide andto return to tidal water to the sea through lower turbine tube 134during low tide. Reservoir 170 may be an open container. Alternatively,reservoir 170 may be covered in order to restrict entry of debris intoreservoir 170 from the external environment. Further, as shown FIG. 1,reservoir 170 may be located below a soil elevation line, meaning thatreservoir 170 is buried below ground level.

Although not shown, a control structure may be located within theproximity of system 100 that houses all of the controls for operation ofsystem 100. An operator 182 located within the control structure maymanually control operation of system 100 by opening and closing valves112, 113, 114, 142, 152, 154 to allow or restrict water flow throughturbine tube assembly 130. Additionally, operator 182 monitors operationof turbines 136 to ensure proper operation of turbines 136 andgeneration of electricity. Electric grid 190 is electrically connectedto turbines 136 via electrical generation system 180 and captures andtransmits electrical energy generated by turbines 136 for transmissionand eventual use.

High and low tides are not exactly the same mean elevation every cycle(24 hours, 52 minutes). The location of the sun and moon in relation tothe earth affect these levels. Other factors are at play as well, suchas the geography of the sea floor near the area, as well as weatherconditions. If the elevations of turbine tubes 132, 134 are fixed, theymight not be at the absolute optimal vertical positions for the currenttidal cycle.

A vertical movement of turbine tubes 132, 134 will allow for fine tuningof the elevation of turbine tubes 132, 134 to accommodate different meanelevation levels. While a standard height of high tide and low tide forparticular location may be known, the heights do vary, such as, duringperiods of severe weather that may generate tidal surges, increasing theheight of high and/or low tide. For example, as shown in FIG. 6A, anexemplary high tide chart for a particular location, in this case,Boston, Mass., illustrates that, while high tide is generally around 10feet, high tide fluctuates between about 9 feet and about 11 feet.Similarly, low tide may fluctuate about 1 or 2 feet.

As shown in FIG. 6B, in order to accommodate for such fluctuation,turbine tubes 132, 134 can optionally be vertically adjusted to accountfor varying tidal heights at the particular location. Turbine tubes 132,134 may be mounted on hydraulic pistons 137 that are computer programmedor controlled by operator 182 in order to raise and lower in order tooptimize the level of turbine tubes 132, 134 relative to the actualtidal height or maximum projected tidal height. The raising of turbinetubes 132 can be done before allowing tidal flow into turbine tubes 132and the lowering of turbine tubes 134 can be done before allowing tidalflow out of reservoir 170 and into turbine tubes 134. While hydraulicpistons 137 are shown, those skilled in the art will recognize thatother lifting mechanisms may be used to adjust the vertical height ofturbine tubes 132, 134. For example, a spring mechanism or other biasingmember may be used to support turbine tubes 132, 134. Springs (notshown) may be at maximum extension, with the dry weight of each tube132, 134 and the turbines 136 inside the respective tubes 132, 134partially compressing the springs to a maximum respective tidal height.To accommodate a lower tidal height, the springs may be compressedfurther by pulling down on each of tubes 132, 134 as required. Suchpulling may be by linear screw drives (not shown) or winched cablesconnected to the bottoms of tubes 132, 134. To raise tubes 132, 134, thescrew drive may be reversed or the cable may be released. Those skilledin the art will recognize that such mechanisms are exemplary only, andnumerous other suitable mechanisms may be used to raise/lower tubes 132,134.

Further, instead of a hard connection between turbine tubes 132, 134 andtidal water interface 110, as well as reservoir interface 150, a “soft”connection may be provided. Such a soft connection may be in the form offlexible tubes 138 or other flexible connections at either end ofturbine tubes 132, 134 that maintain fluid communication between turbinetubes 132, 134 and tidal water interface 110 and reservoir interface 150as turbine tubes 132, 134 raise and lower. It is desired that turbinetubes 132, 134 remain horizontally level at all times.

In an alternative embodiment of a system 200 according to the presentinvention, shown FIG. 7, instead of a single reservoir 170, a reservoir270 can be an array of static, equally subdivided reservoirs 272 a-272i, forming separate chambers. Although nine reservoirs 272 a-272 i areshown, those skilled in the art will recognize that more or less thannine reservoirs 272 a-272 i may be used. As shown FIG. 7, reservoirs 272a-272 i are distributed in an exemplary fan pattern, although thoseskilled in the art will recognize that other patterns and configurationsof reservoirs 272 a-272 i may be used. Each of individual reservoirs 272a-272 i are connected to reservoir interface 150, such as throughindividual valves (not shown).

A benefit of the multiple reservoirs 272 a-272 i is to allow forsequential valve-initiated control over the inflow and outflow of tidalwater, as well as better operations and maintenance of the system (e.g.individual reservoirs can be closed for maintenance, cleaning, etc.).For example, reservoir 272 a may fill first and then, when reservoir 272a is approximately 95% capacity, a valve (not shown) between reservoir272 a and reservoir interface 150 closes, while a valve (not shown)between reservoir 272 b and reservoir interface 150 opens, precludingthe tidal flow from entering reservoir 272 a and allowing the tidal flowto enter reservoir 272 b. The total volume of reservoirs 272 a-272 i isat least sufficient to receive and retain all of the water flowingthrough system 200 at high tide. Alternatively, other operationalconfigurations can be used. By way of example only, because of differinghead pressure due to the height of the tide, reservoirs 272 a-c can besequentially filled, then reservoirs 272 d-f can be simultaneouslyfilled, and reservoirs 272 g-i can be serially filled.

Similarly, at low tide, each of reservoir 272 a-272 i can be operated todischarge water sequentially. Alternatively, at least some of reservoirs272 a-272 i can be operated to discharge water simultaneously,increasing the flow rate through lower turbine tube 134 and providingmore flow through turbines 136 within lower turbine tube 134, ifdesired. Those skilled in the art will recognize that the operation andemptying of reservoirs 272 a-272 i can be calibrated to ensure maximumhead and fluid flow through turbines 136 in lower turbine tube 134.

Still alternatively, as shown FIGS. 8A-8D a system 300 according to thepresent invention includes a reservoir system 370 that uses a reservoir375 that can be mounted and upwardly biased on a biasing member, such asa spring 376, or an array of springs 376 (only one spring 376 shown).Further, while one reservoir 375 is shown, reservoir system 370contemplates multiple reservoirs 375, similar to reservoirs 272 a-272 i,shown with respect to reservoir 270. Reservoir system 370 requiresconnections, such as flexible tubes 378, between reservoir 375 andreservoir interface 150 to account for the change in elevation ofreservoir 375 as reservoir 375 fills and empties with tidal water.

Spring-biased reservoirs 375 can extend and control the duration ofout-flow of tidal water with inputting any outside energy to direct thewater from reservoirs 375 to lower turbine tube 334. Such a feature isdesired because extending the duration of out-flow extends the durationof electricity generation. Maximum rotational velocity of turbines 136is proportional to the amount of head at normal atmospheric pressure,and to electrical output. Spring-biased reservoirs 375 take advantage ofthe assumption that maximum rotational velocity of turbines 136 isachieved before all reservoirs 375 are simultaneously allowed to exitthe system by opening all valves. Valves, such as the valves 157 inreservoir interface 150, are programmed to control this flow from eachreservoir 375 sequentially (if more than one reservoir 375 is used), andmaximum head/turbine rotational velocity/electrical output can beachieved with just a portion of valves 157 being open.

As shown FIG. 8A, tidal water flowing in during high tide flows throughreservoir interface 150 and through flexible tube 378 to reservoir 375.As the tidal water enters reservoir 375, weight of the tidal water inreservoir 375 compresses springs 376, lowering reservoir 375 to theposition shown in FIG. 8B. Flexible tube 378 is able to move and expandwith the movement of reservoir 375, allowing the tidal water to continueflowing into reservoir 375.

In an exemplary embodiment, the discharge of flexible tube 378 remainsabove the level of fluid in reservoir 375, so the flow from tube 378into reservoir 375 is never restricted by water in reservoir 375. Thedischarge end of tube 378 can be mounted on a float 378 a so that thedischarge end always floats above the surface of fluid within reservoir375.

As shown in FIG. 8C, the tidal water within reservoir 375 remains withinreservoir 375 until low tide. At low tide, the tidal water withinreservoir 375 flows through flexible tube 379 and into reservoirinterface 150 for discharge through lower turbine tube 134. As the tidalwater within reservoir 375 decreases by flowing out of reservoir 375,springs 376 expand, raising reservoir 375 and providing a head to assistdischarging the tidal water from reservoir 375.

FIG. 8D shows reservoir 375, after having discharged most of the waterwithin reservoir 375, through flexible tube 379 and into reservoirinterface 150 for discharge through lower turbine tube 134. Incomparison to the location of reservoir 375 shown in FIG. 8C, in FIG.8D, springs 376 have expanded, vertically raising reservoir 375 toprovide a higher head pressure for discharge of the remaining waterwithin reservoir 375.

In an alternative exemplary embodiment of a system 400, shown FIG. 9, areservoir 975 may be mounted on pistons 980. Pistons 980 may be in fluidcommunication with an accumulator tank 982 that absorbs fluid frompistons 980 as pistons 980 are compressed by the addition of tidal flowwater into reservoir 975. The weight of the water in reservoir 975overcomes pressure within pistons 980, compressing pistons 980. At lowtide, as the tidal water flows out of reservoir 975, the pressure withinpistons 980 overcomes the weight of the water in reservoir 975,expanding pistons 980, and raising reservoir 975 in order to optimizethe head pressure of the water remaining within reservoir 975 as thewater flows out to reservoir interface 150.

The fluid in pistons 980 and accumulator 982 may be air or liquid, suchas, for example, hydraulic oil. If the fluid is a liquid, sufficient airis trapped in the top of accumulator 982 to compress and allow theliquid from pistons 980 to flow into accumulator 982.

While a single accumulator 982 is shown connected to a plurality ofpistons 980, those skilled in the art will recognize that each piston980 may incorporate its own accumulator 982. Further, although notshown, system 300 and 400 may use a plurality of separate reservoirs,similar to system 200.

In an alternative embodiment, shown FIG. 10, an electrical generationsystem 1000, according to the present invention can include a pluralityof fluid inlet tubes 1002-1008 adjacent to each other, such that fluidinlet tubes 1002-1008 have different internal diameters. As shown inFIG. 10, fluid inlet tube 1002 has a largest diameter, while fluid inlettube 1008 has a smallest diameter. A bottom internal portion of each offluid inlet tubes 1002-1008 is located generally along the samehorizontal plane 1010. Horizontal plane 1010 is located generally aboutthe mid-tide line, shown as dashed line 1012 in FIG. 10 such that fluidinlet tubes 1002-1008 are disposed generally above mid-tide line 1012.

Electrical generation system 1000 also includes a plurality of fluidoutlet tubes 1020-1030, at least some of which have different internaldiameters. The plurality of fluid outlet tubes 1020-1030 is greater thanthe plurality of fluid inlet tubes 1002-1008. As shown FIG. 10, fluidoutlet tube 1020 has a large diameter, while fluid outlet tube 1030 hasa smallest diameter. A top internal portion of at least some of fluidoutlet tubes 1020-1030 is located generally along the same horizontalplane 1032, which is located below horizontal plane 1010 and mid-tideline 1012.

The plurality of fluid outlet tubes 1020-1030 is greater than theplurality of fluid inlet tubes 1002-1008 in order to enable all of thetidal water that flows into system 1000 through fluid inlet tubes1002-1008 during high tide to flow out of system 1000 through fluidoutlet tubes 1020-1030 during low tide. As shown FIG. 10 at least someof fluid outlet tubes 1026, 1030 can be located vertically below otherfluid outlet tubes 1022, 1024, 1028.

It will be appreciated by those skilled in the art that changes could bemade to the embodiments described above without departing from the broadinventive concept thereof. It is understood, therefore, that thisinvention is not limited to the particular embodiments disclosed, but itis intended to cover modifications within the spirit and scope of thepresent invention as defined by the appended claims.

1. An electrical generation system based on tidal flow comprising: areservoir being upwardly biased by a biasing member; a fluid inlet tubeextending between a tidal source and the reservoir, the inlet tubehaving at least one inlet turbine generator disposed therein; and afluid outlet tube extending between the reservoir and the tidal source,the fluid outlet tube having at least one outlet turbine generatordisposed therein; wherein, during a high tide at the tidal source, tidalfluid flows from the tidal source, into the fluid inlet tube, past theat least one inlet turbine generator, and into the reservoir and duringa low tide at the tidal source, the tidal fluid flows from thereservoir, into the fluid outlet tube, past the at least one outletturbine generator, and to the tidal source.
 2. The electrical generationsystem according to claim 1, wherein the fluid inlet tube comprises aplurality of fluid inlet tubes aligned adjacent to each other, whereinat least one of the plurality of fluid inlet tubes has a differentinternal diameter than another of the plurality of fluid inlet tubes. 3.The electrical generation system according to claim 2, wherein a bottominternal surface of each of the plurality of fluid inlet tubes extendsgenerally along a horizontal plane.
 4. The electrical generation systemaccording to claim 2, wherein the fluid outlet tube comprises aplurality of fluid outlet tubes, such that the plurality of fluid outlettubes is greater than the plurality of fluid inlet tubes.
 5. (canceled)6. The electrical generation system according to claim 1, wherein thereservoir comprises a plurality of reservoirs and wherein the tidalfluid flows into each of the plurality of reservoirs sequentially. 7.The electrical generation system according to claim 1, wherein the tidalsource has a mid-tide line, and wherein the fluid inlet tubes aredisposed generally above the mid-tide line.
 8. The electrical generationsystem according to claim 7, wherein the fluid outlet tubes are disposedbelow the mid-tide line.
 9. The electrical generation system accordingto claim 8, wherein the fluid inlet tubes and the fluid outlet tubes arevertically movable.
 10. The electrical generation system according toclaim 1, further comprising a reservoir interface providing fluidcommunication between the reservoir and both of the fluid inlet tube andthe fluid outlet tube.
 11. The electrical generation system according toclaim 1, wherein the fluid inlet tube is vertically adjustable.
 12. Theelectrical generation system according to claim 1, wherein the fluidinlet tube extends along a first level and the fluid outlet tube extendsalong a second level vertically lower than the first level.
 13. Theelectrical generation system according to claim 12, further comprising aflushing reservoir located vertically above the first level and in fluidcommunication with at least one of the fluid inlet tube and the fluidoutlet tube.
 14. A method of generating electricity comprising: a. usingthe electrical generating system according to claim 1; b. lowering thereservoir and then allowing tidal flow into the fluid inlet tube afterthe tide at the tidal source raises the elevation of the tidal sourceabove the top of the fluid inlet tube; and c. raising the reservoir andthen allowing tidal flow out of the reservoir after the tide at thetidal source lowers the elevation of the tidal source below the bottomof the fluid outlet tube.
 15. (canceled)
 16. The method according toclaim 14, further comprising vertically adjusting the fluid inlet tubebased on a maximum projected height of the tidal source.
 17. The methodaccording to claim 14, wherein the reservoir comprises a plurality ofreservoirs, and wherein the method further comprises sequentiallyfilling each of the plurality of reservoirs during step b andsequentially emptying each of the plurality of reservoirs during step c.18. The method according to claim 14, wherein the fluid inlet tubecomprises a plurality of fluid inlet tubes, and wherein step b comprisesallowing the tidal flow through only one of the plurality of fluid inlettubes.
 19. The method according to claim 18, wherein the fluid outlettube comprises a plurality of fluid outlet tubes, and wherein step ccomprises allowing the tidal flow through some the plurality of fluidoutlet tubes.
 20. A method of generating electricity comprising: a.using the electrical generating system according to claim 1; b. allowingtidal flow into the fluid inlet tube after the tide at the tidal sourceraises the elevation of the tidal source above the top of the fluidinlet tube; c. allowing tidal flow out of the reservoir after the tideat the tidal source lowers the elevation of the tidal source below thebottom of the fluid outlet tube; and d. vertically adjusting thereservoir during steps b and c.